Creating a main and secondary beam connection from wood to wood
Main and secondary beam connection wood to wood with PITZL HVP 88010.0000 according to ETA-15/0187. Der Connection to secondary beam with 6 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. Connection to main beam with 6 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. A transverse tension lock is / is not to be provided in the area of the main / secondary beam. The main beam is / is not torsional fixed or sufficiently held. The serviceability has to be proven by the stiffness characteristics. A fire resistance time of 60 minutes is to be solved by appropriate design measures.
PURPOSE
Timber Structure Engineering
Main and Secondary Beam Connection
Wood to Wood Solutions
SUITABILITY
Cross Laminated Timber CLT
Glue Laminated Timber GLT
Solid Timber
SUMMARY
Item No. 88010.0000
Dimensions W x H x D (mm) 25 x 100 x 12
Number of Screws 12
Screw Size Ø 4.5 x 50 - 80
Main Beam Min. Wood Dimensions 60 x 110
Secondary Beam Min. Wood Dimensions 45 x 110
Packaged Unit Quantity 20
TECHNICAL Grade C24
F 1,Rk = 6,01 / 7,23 / 9,59 kN - Force acting in direction of the secondary beam
F 2,Rk = 8,87 / 10,66 / 14,16 kN - Force acting in direction of insertion
F 3, Rk = 0,00 kN - Force acting against direction of insertion
F 4,Rk = 7,51 kN - Force acting perpendicular to direction of insertion
M tor,Rk = 165,20 kN - Rotation moment in the axis of the secondary beam
TECHNICAL Grade GL24h
F 1,Rk = 6,49 / 7,80 / 10,35 kN - Force acting in direction of the secondary beam
F 2,Rk = 9,57 / 11,51 / 15,28 kN - Force acting in direction of insertion
F 3, Rk = 0,00 kN - Force acting against direction of insertion
F 4,Rk = 7,88 kN - Force acting perpendicular to direction of insertion
M tor,Rk = 173,27 kN - Rotation moment in the axis of the secondary beam
DISCLAIMER
The number and arrangement of the connectors as well as the installation and assembly must be taken from the specifications in accordance with ETA-15/0187 and must be adhered to. In principle, the requirements of DIN EN 1995 apply.
